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RECORD OF SURVEY
A PORTION OF GOVERNMENT LOT 1 ( NE 1/4:NW 114) IN SECTION 16,
TOWNSHIP 22 NORTH ED
, RANGE 1 WEST, W.M.1NI 'SO
N CO U NTY; WASHINGTON
MAY 17 2024
_ --- - -- _ - - N_8W19'46A w 1797.68- -. . _ 615 W. Alder Street
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CALCULATED PER Q
REFERENCE, SURVEYS 16
CALCULATED_ PEoof
R"
_ REFERENCE 1
e N
FOUND REBARI
• AND CAP LS
qw
28237,PER
r 1 �
REFERENCES I
1 AND 2
88'1$'39" W W n
N. . 678.79 I Y°� CVCi
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p 10 co
,
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4 I . i c`v° S
o. .. 0 50 100 .
N
NOTE
co
e NO TIDELANDS WERE SURVEYED I
�. AT THE TIME OF THIS. SURYEY. W m SCALE 1
W = 50 FEET.
BASIS OF BEARING
Lol A cw - I N m,. o N 04'40'23" E 392.1Y AS
1 <vI& I SHOWN ON FACE OF MAP
I �;
--
I LEGAL DESCRIPTION
I o�r
o iTHT1, 30 30 1 z z�° I THEA SOUTH, 4074 OFEETH OF GOVERN EN SLOT F1.
! � I SECTION 16, TOWNSHIP 22 NORTH, RANGE 1
WEST, .W.M., IN MASON COUNTY, WASHINGTON,
I I LYING WESTERLY OF THE WESTERLY
RIGHT=OF-WAY OF STATE ROUTE 30
2.
FOUND .REBAR AND 1 M. l ALSO, ALL THAT PORTION OF THE TIDELANDS
�. L31 �L32, 1 3 _ - - --L29_- ___L2 1 ) CAP LS 42679 I � I THE SECOND-CLASS, FORMERLY OWNED
3. � 8
1 5. 4 � i 8'15'0 " \ 6
BY THE STATE OF WASH NG
618't 26:24 ---N .8 $ .W 1797.68 4 TON, SITUATE IN
122.59 �� 86:55 FRONT OF, ADJACENT TO,1 OR ABUTTING UPON
184.20IPA
; 89:36 4Q.01 ABOVE DESCRIBED UPLAND TRACT,
THE
1.0.3.1 1 I FOUND REBAR 707.35 EXCEPTING THEREFROM ALL THAT PORTION
HOUSE ' THEREOF INCLUDED IN STATE OYSTER
�•._� � � � AND. CAP LS
Q I 7' GRAVEL 15653 PER l RESERVE NO. 1, PLAT NO. 138 1/2.
REFERENCE 2
..-_�,► _�► 1 L9 REFERENCK SURVEYS:
EDGE OF �. I
VEGETATION .
\`� - �i AS-BUILT 13 1) RECORD OF SURVEY AS RECORDED IN
L BUILDING w i i SR 302 i VOLUME 2O OF SURVEYS, PAGE 43.
i t
i10
to 2) RECORD OF SURVEY AS RECORDED IN
`� ?.8 O ED `�� i I VOL
3 OF SURVEYS, PAGE 235.
VOLUME 3
Q PROPOSED 3G GRA `_;--_ I E ►� 0 3) RECORD OF SURVEY AS RECORDED IN
BUILDING ----o
I VOLUME 42 OF SURVEYS, PAGE 246.
4ioZ I 4) MASON COUNTY SHORT PLAT N0. 188�
f �S 1 --- I i AS RECORDED UNDER AUDITOR'S FILE
i --•�\ --- l NO. 496208.
_ 692# L5 - --.US- L�
6 - - -- USAGE - 224:76 - ---
' 78.99. 2$.1 t3 l
` 5 r W~
N 88'1 1797 68 3 703 4Q. 1 LEGEND
:.
4Q:01
136 5
SET 5/8" REBAR AND PLASTIC
20 20 I CAP STAMPED "ROSE 44645"
' SEE DETAIL I I 0 FOUND AS NOTED
424 . L20 L16_ L12.L11 CALCULATED QUARTER CORNER
ro
L22 � F J.. J I
! l p® CALCULATED MEANDER CORNER
L18 . L14 Jn. -�L9 . V M I
a i z 'o ac I i
�. a ^ "
_
SET 2 X2 WOODEN HUB
R) RECORD DIMENSION
NOT TO SCALE �1
F M) MEASURED DIMENSION
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE. BEARING: DISTANCE LINE BEARING DISTANCE -x--x VI FENCE VINYL
_ I
Q L1 N _flT36'39" W 2.49 L11 S-88'51'1Q" E 3.45 L21. : _S UP5T06"'W . EXISTING NCE
4:42 L31 S 01'44'52". W 3.65
S 84'15'OT" E 16.78 L12 N .88'26'58" W 10.38 L22 N 8.8'15*08' W -�2.20 L32 N 8451'42" E 51.13
(; s L2 ROCK WALL
L3. S. 81'18'07" E. ..51.00 L]3. S 01'33'Q2" W 8:33 L23: N 02'05'28' E 4.33. L33 N:8913'57" .E 70.33 CALCULATED PER
E,CrL
L4 S 89'3529"-E 79.21 L14 N 88'15'08" W. 8:63 L24. . . N 8T5456'. W . 18.42 REFERENCE SURVEYS
L5 S 89'20'44" E. 52.16 L15. N fl3'02'38: E,: i0:68 L25 S: 02'05'04" W 4:44. g
a� L6 S,O5.48'O9"..E 7.01: L16 IN 871.1'.25" W 17.47. L26 N i6'22'28" .W 4.45
ecURVE RADIUS- LENGTH DELTA
jai L7 N 88'15'08" W _ 6.50 L17. S 00'48'35" W 10.40 L27 : N .63:55'21" W 28.84 2T58"
C 1 1686.22 .131.44 4 16
. ..� L8 N 05'1 T18".. E 12.76 L18 N 88'15'08". W 947 _ L28 S 86'36'S8" W 53.84
ma L9 N 8T 15'O8" W 1:78 t19 N 02'14'03":E 4:36 . L29 S 88'S5'S3 W 42.67
N 02'43`16" E 8.40 L20 N 88'02'54" W : 18.55 L30 S 5!t;41'39" W" 15.27 .
EQUIPMENT/PROCEDURE: SURVEYOR'S CERTIFICATE
AUDITORS CERTIFICATE CHEHALIS RECORD of SURVEY
61a SPECTRA PRECISION GLOBAL POSITIONING SYSTEM AND:NIKON DTM:322.o�x
am 3 SECOND TOTAL STATION REAL-TIME KINEMATICS GP.S.:PROCEDURES �, FOR
CIE' BY i ME OR UNDER MY DIRECTION IN CONFORMANCE
E F +
VALLEY
�N�'�i FILED FOR RECORD THI�AY OF _ �, WiTii DOUBLE OCCUPATION ON CONTROL POINTS AND.CONVENTIONAL FIELD TRAVERSE_
NWT ; LDS
WITH THE SURVEY RECORDING ACT AT THE REQUEST
:n
5
202 AT2 IN BOOK OF SURVEYS AT . NOTE:
JESSI�A REYNO
9�- OF JAMES & JESSICA REYNOLDS IN FE13RUARY. 2024 - zm AUDITOR'S IN
THIS SURVEY MEETS OR EXCEEDS THE ACCURACY INDEXING DATA
PAGA���� ASSOCIATES;LLC �a
AT THE REQUEST'OF DAVID RAYMOND ROSE STANDARDS AS SET FORTH 1N WAC 332-130-090 �AI Q =sue
DATE
_ !1 _ ��'� . PROFESSIONAL LAND SURVEYING .�;� r�
NOTE:. DAVID RAYMOND ROSE 1155/rn
• g . NE 1/4 NW 1/4
20 SECTION.
THIS SURVEY DOES NOT INTEND TO SHOW ALL EASEMENTS WENCH MAYOR MAY NOT BE STREET i l�v N lb, T� TIC,
BY GI St- � � �; - RE STEREO PROFESSIONAL LAND 3 D
s SOUTH R TOWNSHIP 22 NOR
M S �` C __' AUD( rrR DEPUTY
OF RECORD,CMEHALIS VALLEY ASSOCIATES L.L.C. MAKES NO,WARRANTIES AS TO 4YHERE . ELIuA, WA 98541 RANGE 1 WEST W.M.
EASEMENTS MAY AFFECT PROPERTY.: PHONE: (360)482-8750 2024-012 ROS
SUR
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